Buckling Restrained Braces: A Review on Classifications, Design Strategy, and Applications

Faculty Engineering Year: 2024
Type of Publication: ZU Hosted Pages: 24-38
Authors:
Journal: The Egyptian International Journal of Engineering Sciences and Technology Zagazig University, Faculty of Engineering Volume: 2682-3640
Keywords : Buckling Restrained Braces: , Review , Classifications, Design    
Abstract:
The buckling-restrained brace (BRB) is a development of conventional braces that not only increases the compressive resistance of the brace but also improves seismic energy dissipation. The fundamental difference between the BRB and common types of braces is that in the BRB, buckling is prevented by a restrained mechanism, which leads to a reduction in the cross-sectional area of the inner core. This results in plastic deformations of the inner core of the BRB without buckling, which causes seismic energy dissipation. Due to the superiority of the BRB over other types of dispersing devices, many studies have been conducted to improve its performance. In this research, the results of some researches over the past few decades were presented to clarify the beginning, development, types, design strategy, and applications of BRBs. Numerous studies have presented numerous proposals for the development of BRBs to increase their efficiency and decrease their costs. The scope of these studies was the development of the basic parts (core, restrained mechanism, and connections) of BRBS.
   
     
 
       

Author Related Publications

  • Ibtisam Fathy Abdelsadek Aboelenain, "Methods To Mitigate Pounding", Dubai, UAE, 2005 More
  • Ibtisam Fathy Abdelsadek Aboelenain, "Pounding influence on adjacent buildings with different dynamic properties", Ain Shams University, Cairo, Egypt, 2005 More
  • Ibtisam Fathy Abdelsadek Aboelenain, "Controlling seismic torsional behavior of skewed bridges to reduce the risk of unseating damage", Elsevier Ltd, 2025 More
  • Ibtisam Fathy Abdelsadek Aboelenain, "New High Efficient Placement for Semi-Active Hydraulic Dampers in the buildings", American Society of Civil Engineers (ASCE), 2010 More
  • Ibtisam Fathy Abdelsadek Aboelenain, "Adequate CFRP length for strengthening steel beams with web opening.", Housing &Building National Research Center, 2017 More

Department Related Publications

  • Ehab Boghdady Hana Mattar, "EARLY GROWTH BEHAVIOR OF SHORT CRACK EMANATING FROM RIVETED/BOLTED STEEL CONNECTIONS", EUROSTEEL 2011, August 31 - September 2, 2011, Budapest, Hungary, 2011 More
  • Mohammed Ismail Abdelkarim Mostafa, "Near-fault isolation of cable-stayed bridges using RNC isolator", Elsevier, 2013 More
  • Ehab Boghdady Hana Mattar, " "Stress Distribution in R.C. Bridge Diaphragms with and without Openings Using Finite Element", Georgi F. Georgi and Ehab B. Matar, Fourth Alexandria International Conference on Structural and Geotechnical Engineering, 2-4 April 2001.", Fourth Alexandria International Conference on Structural and Geotechnical Engineering, 2001 More
  • Mohammed Reda Ali Elewa, "Numerical Modeling of Time-Displacement Response of RC Slab Subjected to Impact Loading", IOSR Journals, 2019 More
  • Elsayed saad Abdelsalam Salman, "A. Elshihy, S. Abdel Salam, A. Gehad, ”ANALYSES OF CONTINUOUS STRIP FOOTING WITH A LOSS OF SUPPORT”, Proceedings of 2 nd - Conf. on Civil Engg., Military Tecl. College, Cairo, 1994.", Proceedings of 2 nd - Conf. on Civil Engg., Military Tecl. College, Cairo,, 1994 More
Tweet